HomeMy WebLinkAbout5335-7z
8" SEWER PER CITY
DWG. NO. 5354
8
10+00.00 CL POSEY PLACE=
19+96.76 CL SLEEPY CREEK
7
30" STORM DRAIN PER CITY
DWG. NO. 5349
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SLEEPY CREEK
SEE SHEET 3
64'
32' 32'
12' 20' 20' 12'
12 13
20+39.76 ECR
1395.16 TC 3
19+5
1394.
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1 32' 1 32' 1
SLEEPY CREEK
SEE SHEET 3
E_1�7631' I
27 1 1 26
SEWERp So.
DWG 15
(TYP)
W
R/W
80.-58VA E.
24
POSEY PLACE
REV. I REVISION DESCRIPTION I ENGR. I DATE I CITY I DATE
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M
d
16
23
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U
18 19
17 8" WATER
BY OTHERS
22
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N r`
N � �
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRED FORTH IN A
DILICENT MANNER, THE aTY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRINC THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
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21
20
Prepared For:
LENNAR
980 MONTECITO DRIVE, SUITE 302
CORONA, CA 92879
(951) 817-3545
FAX (951) 817-3650
TRACT BOUNDARY
.43 R.P.
BASIS OF BEARINCS:
THE BEARINGS SHOWN HEREON ARE BASED ON THE
CENTERLINE OF SIERRA AVENUE, PER TRACT 17634,
M.B. 340/72-73, BEING: N 00'00'12"
BENCHMARK
2" BRASS CAP LOCATED ON THE TOP OF CURB AT
THE EASTERLY END OF THE CURB RETURN AT THE
NE CORNER OF SIERRA AVE. AND MILLER AVE.
ELEVATION: 1364.32
CONSTRUCTION NOTES
1� CONSTRUCT 3.5" AC PAVEMENT OVER 12" OF 957
COMPACTED NATIVE SUBGRADE (SEE GENERAL NOTE 31 & 32)
2 CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000
3 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1006, W=5'
4 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. PLAN NO. 1002,
W=16' UNLESS NOTED OTHERWISE
8� ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. PLAN 2000
INDICATES 5800 LUMEN HPSV STREET LIGHT (70 WATT; #7)
25 FT, LUMINIRE HEIGHT PER CITY STD PLAN N0, 404
10 CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 403
11 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003
CENTERLINE DRIVEWAY STATIONS
LOT #
STATION
LOT #
STATION
12
10+71.72
23
12+73.27
13
11+15.16
24
12+40.65
14
11+82.32
25
11+93.46
15
12+42.62
26
11+45.57
16
13+13.58
D
668.00'
BASIS OF BEARINCS:
THE BEARINGS SHOWN HEREON ARE BASED ON THE
CENTERLINE OF SIERRA AVENUE, PER TRACT 17634,
M.B. 340/72-73, BEING: N 00'00'12"
BENCHMARK
2" BRASS CAP LOCATED ON THE TOP OF CURB AT
THE EASTERLY END OF THE CURB RETURN AT THE
NE CORNER OF SIERRA AVE. AND MILLER AVE.
ELEVATION: 1364.32
CONSTRUCTION NOTES
1� CONSTRUCT 3.5" AC PAVEMENT OVER 12" OF 957
COMPACTED NATIVE SUBGRADE (SEE GENERAL NOTE 31 & 32)
2 CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000
3 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1006, W=5'
4 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. PLAN NO. 1002,
W=16' UNLESS NOTED OTHERWISE
8� ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. PLAN 2000
INDICATES 5800 LUMEN HPSV STREET LIGHT (70 WATT; #7)
25 FT, LUMINIRE HEIGHT PER CITY STD PLAN N0, 404
10 CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 403
11 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003
NOTE-
CONTRACTOR
OTECONTRACTOR AND SURVEYOR TO VERIFY
DRIVEWAY CENTERLINE LOCATIONS WITH
ENGINEER PRIOR TO STAKING AND
CONSTRUCTION.
Prepared By:
I'ma ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
16866 Seville Avenue
Fontana, California 92335
(909) 356-1815 Fax (9091 365-1795
Ray and J. Allard, A.C.E. 6052 Date
(expires 6/30/2016)
40 0 20 40 80
(IN FEET)
1 NCH = 40 FT.
Q�pFESSoti CITY OF FONTANA CALIFORNIA
) �oN� STREET MOVEMENT PLAN
'9 2
160
0 T c- DRAWN BY: TRACT NO. 9939-1
SCALE:
Z HMG AS NOTED
No. 36052
rn
cc Exp. 6/30/16 � DESIGNED BY: POSEY PLACE DATE:
DBW March, 2016
OFf V IL\ f��\Q CHECKED BY: R BY 3 / DRAWING NO.:
CAS DATE:,7 �
RJA CITY ENGINEER R.C.E. 51152 5,335 8
Filename: I:\Inland Construction - Gabriella\DWG's\FINAL DESIGN\ STREETS\ PHASE 1\STREET TR18939-1 SHT 07.dwg
CURVE &
LINE TABLE
RADIUS
DELTA
LENGTH
TANGENT BEARING TANGENT
A
25.00'
90'00'00"
39.27'
25.00' — —
B
650.00'
9'01'06"
102.31'
51.26'
C
632.00'
9'01'06"
99.48'
49.84' — —
D
668.00'
9'01'06"
105.14'
52.68' — —
E
112.00'
16' 15'37"
31.78'
16.00' — —
F
38.00'
212'31'13"
140.95'
— — —
G
—
—
—
— N64'43'06"E 50.00'
H
—
—
—
— S82'45'41"E 50.00'
NOTE-
CONTRACTOR
OTECONTRACTOR AND SURVEYOR TO VERIFY
DRIVEWAY CENTERLINE LOCATIONS WITH
ENGINEER PRIOR TO STAKING AND
CONSTRUCTION.
Prepared By:
I'ma ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
16866 Seville Avenue
Fontana, California 92335
(909) 356-1815 Fax (9091 365-1795
Ray and J. Allard, A.C.E. 6052 Date
(expires 6/30/2016)
40 0 20 40 80
(IN FEET)
1 NCH = 40 FT.
Q�pFESSoti CITY OF FONTANA CALIFORNIA
) �oN� STREET MOVEMENT PLAN
'9 2
160
0 T c- DRAWN BY: TRACT NO. 9939-1
SCALE:
Z HMG AS NOTED
No. 36052
rn
cc Exp. 6/30/16 � DESIGNED BY: POSEY PLACE DATE:
DBW March, 2016
OFf V IL\ f��\Q CHECKED BY: R BY 3 / DRAWING NO.:
CAS DATE:,7 �
RJA CITY ENGINEER R.C.E. 51152 5,335 8
Filename: I:\Inland Construction - Gabriella\DWG's\FINAL DESIGN\ STREETS\ PHASE 1\STREET TR18939-1 SHT 07.dwg